References
- Ahmad F., Hussain A., Ansari M. A. (2023) Development of ANN model for the prediction of discharge coefficient of an arced labyrinth side weir, Modeling Earth Systems and Environment, 9 (2), 1835–1842.
- Ayaz M., Mansoor T. (2021) Development of ANN model for discharge prediction and optimal design of sharp-crested triangular plan form weir for maximum discharge using linked ANN–optimization model, Water Supply, 21 (6), 3027–3041.
- Belaabed F. (2019) Etude des déversoirs non rectilignes noyés par l’aval (Study of non-rectilinear weirs submerged downstream), Université Mohamed Khider–Biskra, Biskra University [in French].
- Belaabed F., Goudjil K., Arabet L., Ouamane A. (2021) Utilization of computational intelligence approaches to estimate the relative head of PK-Weir for submerged flow, Neural Computing and Applications, 33 (19), 13001–13013.
- Ben Said M., Ouamane A. (2022) Performance of rectangular labyrinth weir – an experimental and numerical study, Water Supply, 22 (4), 3628–3644.
- Biener E. (1985) Rehabilitation of old gravity dams, Paper presented at the International Congress of Large Dams, France.
- Crookston B. M., Tullis B. (2010), Labyrinth weirs, Hydraulic Structures, 59.
- Falvey H. T., Treille P. (1995) Hydraulics and design of fusegates, Journal of Hydraulic Engineering, 121 (7), 512–518.
- Filo G. (2023) Artificial Intelligence Methods in Hydraulic System Design, Energies, 16 (8), 3320.
- Hekmat M., Sarkardeh H., Jabbari E., Samadi M. (2023) Application of a hybrid ANFIS with meta-heuristic algorithms to estimate the aeration design parameters, Water Supply, 23 (6), 2249–2266.
- Houston K. L. (1983) Hydraulic Model Study of Hyrum Dam Auxiliary Labyrinth Spillway, U.S. Department of the Interior, Bureau of Reclamation, Division of Research, Hydraulics Branch, All U.S. Government Documents (Utah Regional Depository). Paper 159.
- Idrees A. K., Al-Ameri R. (2022) A review of hydraulic performance and design methods of labyrinth weirs, Water Supply, 22 (11), 8120–8138.
- Lux III F. (1987) Discussion of “Boardman Labyrinth-Crest Spillway” by John J. Cassidy, Christopher A. Gardner and Robert T. Peacock (March, 1985, Vol. 111, No. 3), Journal of Hydraulic Engineering, 113 (6), 808–811.
- Majedi-Asl M., Fuladipanah M., Arun V., Tripathi R. P. (2022) Using data mining methods to improve discharge coefficient prediction in Piano Key and Labyrinth weirs, Water Supply, 22 (2), 1964–1982.
- Majedi-Asl M., Ghaderi A., Kouhdaragh M., Alavian T. O. (2024) A performance comparison of the meta model methods for discharge coefficient prediction of labyrinth weirs, Flow Measurement and Instrumentation, 102563.
- Ouamane, A., Lempérière F. (2006) Nouvelle conception de déversoir pour l’accroissement de la capacité des retenues des barrages (New spillway design to increase the capacity of dam reservoirs), Paper presented at the Colloque international sur la protection et la préservation des ressources en eau, Bilda, Algérie [in French].
- Salmasi F., Nouri M., Sihag P., Abraham J. (2021) Application of SVM, ANN, GRNN, RF, GP and RT models for predicting discharge coefficients of oblique sluice gates using experimental data, Water Supply, 21 (1), 232–248.
- Seyedian S. M., Haghiabi A., Parsaie A. (2023) Reliable prediction of the discharge coefficient of triangular labyrinth weir based on soft computing techniques, Flow Measurement and Instrumentation, 92, 102403.